Selected Works Ida D.K. Tam Cornell University, MArch ‘13 University of Nottingham, BArch (Hons) ‘08 e: idatdk@gmail.com t: +1 607-280 3191
Perry World House
University of Pennsylvania
1100 Architect
Project duration: April 2014-June 2016
Project size: 17,000 SF
Role: Designer
The Perry World House creates a gathering place where Penn students and faculty engage with eminent international scholars and policymakers on pressing global issues of the 21st century. As a hub for international exchange and activity, the Perry World House anchors Penn’s global resources on an interdisciplinary campus while creating partnerships abroad.
Perry World House’s central initiative, The Global Solutions Program, brings eminent scholars and policy makers together to work on solving pervasive international challenges. It also hosts symposia, conferences, and speakers’ series, conducts outreach on a different issue each year, and offers students a variety of new learning opportunities.
Program
The World Forum, a central meeting place, can accommodate 150 guests for important lectures and special events. In addition, the building program includes a 25-30 student classroom, a 40 person conference room, and a flex-space with a seating capacity of 50, as well as 14 offices for program directors, visiting scholars and staff A welcoming forecourt along Locust Walk provides a landscaped outdoor gathering space.
Selected Publication & Award
Architizer A+ Awards
Popular Choice Award in the “Higher Education & Research Facilities” Category
The Architectural Digest
“The 9 Best New University Buildings Around the World” By Lacy Morris
The Architect’s Newspaper
“1100 Architect combines an 1851 cottage with a modern research center on University of Pennsylvania’s campus” By Jason Sayer
The Architect Magazine
“Perry World House” By Thomas De Monchaux
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Design Development (January-March 2015)
- Preparation of documents for permit applications
- Transition from Rhinoceros and Autocad softwares to fully BIM operation.
Construction Documents (March-December 2015)
- Documentation Production and consultant coordination
- Research in exterior, interior materials and building systems
- Coordination with consultants
- Cost estimate and value engineering
Construction Administration (August 2015-June 2016)
- Shop drawings and submittal review
- Site visits
- Punchlist
- Closing out documents preparation
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Building Information Modeling
In order to maximize net usable space, the design team used BIM, to precisely plan and coordinate the building’s MEP systems, locating them efficiently along the north and east quadrants of the building. In addition to increasing the amount of usable space, this also maximized ceiling heights and allowed the west side of the building to be free of any vertical ductwork, which makes the World Forum — a double height atrium with a glass roof — possible.
9317OLD RACETRACK RD DELMAR DE 19940 Tel: + (302) 8460613 Fax: (032) 8463223 Email: wlo@crystalsteel.com AICD 02/18/2015 ForApproval REV. BY: DATE: DESCRIPTION: BY: DATE:DESCRIPTION: REV. GENERALNOTES: 1. THUSSHOWN( ONPLAN INDICATES 2. THUSSHOWN ONPLAN INDICATESSEQUENCENUMBER. MOMENTCONNECTION. 3. THUSSHOWN ONPLAN INDICATESSHIPPINGMARK 4. SEELS-4FORTYPICALMOMENTCONNECTION. LOCATION. CLIENT PROJECT LOCATION DANIELJ. KEATINGCOMPANY 3803LOCUSTWALK PHILADELPHIA, PA E05 A DWG. NO. CHECKED BY DRAWN BY 1452 GRD 02/18/2015 02/18/2015 CR UNIVERSITYOF PENNSYLVANIA PERRY JOBNO. 13 1 2 4 5 6 7 8 9 10 11 12 C.1 F E D C PARTIALMAINLEVELFRAMINGPLAN T.O. STEELEL =0'-5"U.N.REF.: S-102.00 13 11 12 ENLARGEDPLANDETAIL T.O. STEELEL =0'-5"U.N. REF.: S102.00 1 A C.1 F E D C 0" F E D SECTION A DETAIL 1 FOR APPROVALONLY NOTFORCONSTRUCTION 4 2 1 878 1'-0716 AS2001 HSS4X4X14 / FRAME (T.O.S. EL.=1'-3) B2046 HSS4X4X14 (T.O.S. EL. 1'-3 HSS4X4X14 (TYP.) W8X28 COLUMN C2039 W8X67 SEEENLARGED PLANDETAIL 1 PLEASE VERIFY 3'-4 9 16 72'-3 4 8'-11 1 5'-7 8 5'-7 8 2'-2 1 9'-8 F C2008 HSS12X6X38 C2038 HSS4X4X14 HSS4X4X14 (T.O.S. EL=1'-3) (TYP.) C2026 W8X18 B2080 W10X19 (T.O.S. EL.-1) B2025 W10X19 (T.O.S. EL.-1) B2079 W10X19 (T.O.S. EL.-1) B2078 W10X19 (T.O.S. EL.-1) B2077 W10X19 (T.O.S. EL.-1) B2024 W10X19 (T.O.S. EL.-1) B2023 W14X30 (T.O.S. EL. -1 W14X30 B2063 W10X19 (T.O.S. EL.-1) B2066 W10X19 (T.O.S. EL.-1) B2026 W10X19 (T.O.S. EL.-1) B2011 W10X19 (T.O.S. EL.-1) W14X30 B2011 W10X19 (T.O.S. EL.-1) B2041 HSS4X4X (T.O.S. EL.1'-3) 9-018 / 6'-8 8'-6 1 6'-7 1 4'-1 1 4 4'-1 1 4 9'-1 6'-3 3 12'-2 5'-8 3 3 1 2 5'-3 1 8 5'-0 8 4'-9 3 5'-11 1 2 6'-2 1 2 9 916 3'-0 116 TYP. @ BEAM TO CONC. WALL PLEASE PROVIDE BEARING PLATE DETAILS(TYP.) W8X28 COLUMN C2022 W8X28 CMUWALL (BY OTHERS) B2000 W14X61 (T.O.S. EL.-3 3 4 B2001 W14X61 (T.O.S. EL.-334 B2016 W14X30 B2005 W14X30 (T.O.S. EL.-1) HSS4X4X14 B2047 W14X30 4 W8X28 COLUMN 3 16 1'-7 3 8 2'-712 2'-7 3 2'-8 11 16 2'-9 16 4'-014 C2020 HSS4X4X14 A E06 AS1000 W8X67 C2021 W8X28 C2010 W8X21 W12X53 B2027 W14X30 B2003 W12X53 (T.O.S. EL.-334 / B2002 W12X30 (T.O.S. EL.-3 3 4 ) B2008 W12X26 (T.O.S. EL.-334 AS2000 HSS4X4X14 FRAME (T.O.S. EL.1'-3) B2004 HSS4X4X14 (T.O.S. EL.1'-3) B2040 HSS4X4X14 (T.O.S. EL.1'-3) B2052 W8X15 (T.O.S. EL.-614 / B2035 W14X30 B2028 W8X15 2-3 4 16 3'-714 1'-71516 2'-8 4 E09 B E09E09 1 2 W8X28 COLUMN C2013 W8X21 C2013 W8X21 C2011 W8X21 B2015 W14X30 B2014 W14X30 (T.O.S. EL.-1012 B2013 W14X30 (T.O.S. EL.-1012 / ) B2056 W14X30 (T.O.S. EL.-1012 / B2036 W14X30 (T.O.S. EL.-1012 B2019 W14X30 (T.O.S. EL.-1012 / B2018 W14X30 (T.O.S. EL.-1012 B2013 W14X30 (T.O.S. EL.-1012 ) B2057 W14X30 (T.O.S. EL.-1012 ) B2012 W14X30 (T.O.S. EL.-1012 ) B2037 W14X30 (T.O.S. EL.-1012 ) B2038 W14X30 (T.O.S. EL.-1012 B2058 W14X30 (T.O.S. EL.-1012 B2055 W14X30 B2010 W14X30 (T.O.S. EL.-1012 338 338 3'-6 1 16 2'-0 5 2'-10716 / 4'-418 6'-6 4'-778 5'-618 1'-4 3 3516 EOS 9 4 EOS 3'-3 3 8 18'-412 8'-812 CLOUDEDDIMENSIONS PLEASE VERIFY DIMENSION E09 E09 A E09 C2018 HSS4X4X14 B2029 W10X19 (T.O.S. EL.-1) B2045 W10X19 (T.O.S. EL.-1) B2009 W10X19 (T.O.S. EL.-1) C2028 HSS4X4X14 C2031 W8X28 C2029 W8X28 W14X68 C10X15.3 (T.O.S. EL.-1) W16X45 W16X45 W16X45 B2069 W8X15 (T.O.S. EL.-614 ) B2030 W8X15 (T.O.S. EL.-6 W14X30 W14X30 B2090 W16X45 B2088 W16X45 W14X30 W14X30 B2044 B2048 B2043 B2031 B2043 W8X35 (T.O.S. EL.1'-3) B2085 W16X45 B2020 W8X15 (T.O.S. EL.-6 ) 2 2 10 6'-6 16 1 15 16 SEE G/E08 (TYP @HSS BM. TO BM. MOMENTCONN.) SEE E/E08 (TYP @HSS BM. TO COL. MOMENTCONN.) B2095 HSS4X4X 1 4 (T.O.S. EL.1'-3) HSS4X4X (TYP.) 1'-10 4 C2036 W8X28 C2034 W8X28 338 / 338 3'-6 1 16 2'-0 5 3'-278 / 3'-1916 1 258 5 7 8 3'-4 3 A E09 C2000 W8X28 B2082 W10X19 (T.O.S. EL.-1) W14X30 PLEASE VERIFY 7-7516 / 3'-9 1 -6 716 18'-412 C E06 A2001 L5X5X38 / (B.O.S. EL. 912 / ) W12X30 (T.O.S. EL. -3 3 5-11516 / 11-111116 / H E08 (2 PLCS.) B E06 PLEASE VERIFY DN PLEASE VERIFY C2019 PL2"X2 (ABOVE) W14X61 (T.O.S. EL. -3 ) W14X61 (T.O.S. EL. -3 4 16 3-81116 3'-81116 / 3-81116 / 3'-81116 / 3'-81116 / 3'-81116 / 3-81116 / 3-9 1 15 16 6'-8 8'-812 9'-8 DET.6 E09 (SIM.) E06 DET.5 DET.5 E06 SLOPE TRANSITION (TYP. @ PL2"X2"COL.) DET.4 E06 C2015 C2023 C2016 C2025 C2014 C2009 C2007 C2006 C2003 PL2"X2 (BELOW)(TYP. @THIS LN.) C2001 PL2"X2 (ABOVE) C2037 PL2"X2 (ABOVE) C2035 PL2"X2 (ABOVE) C2017 PL2"X2 (ABOVE) C2033 PL2"X2 (ABOVE) C2032 PL2"X2 (ABOVE) C2030 PL2"X2 (ABOVE) C2002 PL2"X2 (ABOVE) C2004 PL2"X2 (ABOVE) B2048 HSS4X4X14 (T.O.S. EL. 1'-3 B2041 HSS4X4X14 (T.O.S. EL. 1'-3 HSS4X4X14 / (TYP.) AS2001 HSS4X4X14 FRAME (T.O.S. EL.1'-3) AS2000 HSS4X4X14 FRAME (T.O.S. EL.1'-3) B2046 HSS4X4X14 (T.O.S. EL. 1'-3 3'-712 / 3'-712 8 (TYP.) 5 (TYP.) B.O. BASE PL. EL.=-7'-212 B.O. BASE PL. EL.=-6'-5516 C2003 PL2"X2 8 B.O. BASE PL. EL.=-5'-818 T.O. WALL EL. -4'-5 B.O. BASE PL. EL.=-7'-111116 (TYP.) DET.1 C2009 PL2"X2 C2007 PL2"X2 C2006 PL2"X2 3'-712 3'-712 HSS4X4X14 (TYP.) 5 3'-838 9'-8 B.O. BASE PL. EL.=-8'-612 B.O. BASE PL. EL.=-8'-512 T.O. WALL EL. -8'-212 1'-312 B.O. BASE PL. EL.=-8'-512 C2016 PL2"X2 C2025 PL2"X2 C2014 PL2"X2 T.O. WALL EL. -8'-112 3'-712 / 3'-712 8'-812 / B.O. BASE PL. EL.=-8'-612 / B.O. BASE PL. EL.=-8'-612 B.O. BASE PL. EL.=-8'-612 / C2028 HSS4X4X 1 4 C2015 PL2"X2 C2023 PL2"X2 3'-11 1'-634 6 EMBEDMENT 1 GROUT PL2"X2 PLEASE VERIFY FB34"X8 BASE PLATE W/(4) 58"Ø THREADEDROD INHILTI HITHY-200 EPOXY 1 412 412 / 3 3 CONC. WALL SILMAN: NOTES (TYPICAL ALL SHEETS): 1. ARCH. TO VERIFY ALL DIMENSIONS AND ELEVATIONS 2. C.M. TO COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH FIELD CONDITIONS. 3. COORDINATE ERECTION PLANS WITH ANY RELATED CONSTRUCTION SKETCHES RETURNED RFI'S AND SUBMITTALS. 4. FABRICATOR ERECTOR TO COORDINATE PIECE DRAWINGS WITH ERECTION PLANS. 5. MEANS AND METHODS TO REMAIN THE RESPONSIBILITY OF THE CONTRACTOR TO INCLUDE CONSTRUCTION LOADING, ERECTION AND SEQUENCING. 6. CONTRACTOR TO CONFIRM THAT ANY TEMPORARY BRACING STEEL OR GUY WIRES DO NOT ADVERSELY AFFECT THE PERMANENT STEEL WORK. SILMAN: REFER TO PIECE DRAWING COMMENTS. TYPICAL FOR ALL BEAMS BEARING ON TO CONCRETE WALL SILMAN: STAIR STRINGERS SHOWN ON SEPARATE SEQUENCE SILMAN: MIN. 8" EDMBEDMENT (TYP.) SILMAN: ASSUMED TO BE PIECE C2012 SILMAN: ASSUMED TO BE PIECE C2005 Project #Date Returned This drawing has been reviewed and the following ACTION is noted: Fabrication manufacture or construction may proceed as per notations, if any. Fabrication manufacture or construction may proceed only on items without notation. For any itemswith notation Contractor shall resubmitshop drawing prior to proceeding with fabrication of those items. Shop drawing does not complywith the Contract Documents. Resubmit shop drawing. Drawing reviewed for design and general arrangement only and is subjectto Contract Documents. Action noted above does not relieve the Contractor of responsibilityto coordinate all trades and to check quantitiesanddimensionsagainst conditionsinthefield. New York, NY 10005 Reviewed By 15184 03/22/2015 1 PT X RECEIVED 03/02/2015 REFER TO ARCHITECTURAL REVIT MODEL FOR WORLD FORUM WEST WALL CORRECT STEEL SET OUT LOCATIONS AND DIMENSIONS. 3'-7 1/2" 3'-0 1/4"7 1/4" COLUMNS DO NOT ALIGN, REFER TO CSK-010 2'-2 7/8" 2'-7 13/16" 3'-9 1/16" 9'-0 9/16" 2'-2" 5'-5 7/8" 6'-4" 2'-11 1/8" 5'-9 7/8" 5'-9" 3'-2 1/4" 2'-2 7/8" 2'-7 13/16" 22 22 22 22 DIMENSION TO CENTER LINE OF HSS 4x4 DIMENSION TO CENTER LINE OF HSS 4x4 3'-1 13/16" 7 1/4" COLUMNS DO NOT ALIGN, REFER TO CSK-010 C2012? C2005? 5'-4 5/16" 22 3'-2 1/4" 1'-7 3/8" 6'-4"2'-11 1/8" 1'-9 9/16" 3'-6 3/8" CIP CONCRETE 3'-11 1/2" ??? MISSING DETAIL REFER TO SEQ.01 MARKUPS 3'-4 5/8" 1'-7 1/4" 3 3/16" -4'-8" 3'-11 7/8" 3'-7 1/2" RECALCULATE SLOPE, VERIFY IN FIELD RECALCULATE BASED ON SLOPE CHANGE, VERIFY IN FIELD REVISE PER CSK-011 REVISE PER CSK-011 2'-9" 2'-9" 2'-8" 2'-8" 3'-2 1/8" 9 1/2" 3'-11 5/8" 3" 6'-5" 3" REVISE PER CSK-011 5'-0 1/4" HSS EDGE TO ALIGN WITH SLOPE TRANSITION POINT, TYP. 1'-0" CENTER LINE OF 2x2 HANGER AND HSS4x4 CANTILEVER ABOVE TO ALIGN WITH 2x2 POST BELOW, TYP FOR ALL EXCEPT TWO ENDS WHY ARE BEAMS NOT ORTHAGONAL? 12'-2 1/8" 45'-4 3/8" 00 REVISE PER CSK-013 EXTEND ANGLE 5/8" PAST EDGE OF CANTILEVER HSS4x4 ON BOTH SIDES & PROVIDE VERTICAL ANGLES, REFER TO CSK-012 & 013 -4" -4" -4" -4" -4" -5" -5" -5" -5" -4" -4" -4" PROVIDE ELEVATION PROVIDE ELEVATION W/ WTs PROVIDE SECTION 9
S SEALANT AND BACKER ROD, STONE DUST TO BE INSTALLED IN WET SEALANT, FINISH COLOR TO MATCH STONE, TYP. STONE WITH EPOXY JOINT AT ALL LINES OF INFLECTION, REFER TO SPEC, TYP. EPOXIED PIN OR UNDERCUT ANCHOR, OR SIMILAR TO BE APPROVED BY ARCHITECT, NOTE: SPLIT-TALL SYSTEM NOT ALLOWED CUT INSULATION TO FIT AROUND JOINT. ADD/FILL GAPS WITH ADDITIONAL RIGID OR FOAM INSULATION 10
Stone Anchor
To avoid visible expansion joints on facade, each stone is designed to be hung independently to allow expansion and contraction. Joints between stones are sealed with sealant with backer rod to allow such movements. Corners are quirk mitered fabricated in shops. Mitered stones obscure the thickness of stones and helped to achieve the illusion of a giant piece of craved stone.
Left: Stone anchor detail at inflection point
Below: adjusted stone patterned issued in CA to accommodate size restrictions.
WND BOX HEAD: A632/07 JAMB: A632/02 SILL: A632/05 TYP WND HEAD: A633/05 JAMB: A633/09 SILL: A633/01 WINDOW BOX JAMB DETAIL, REFER TO A-632/02 WINDOW BOX HEAD DETAIL, REFER TO A-632/06 PARAPET DETAIL, REFER TO A-621/06 WINDOW BOX HEAD: A632/06 JAMB: A632/02 SILL:A632/05 HEAVY LINE DELINEATES LINE OF EXPOXY JOINT, REFER TO A-621/02, 04, & 07 EAST CURTAIN WALL JAMB DETAIL, REFER TO A-633/10 LINE OF GRADE, VIF STONE BASE DETAIL, REFER TO A-621/01 NORTH ENTRY HEAD: A-631/05 & 06 JAMB: A-631/09 TYP WND HEAD: A633/05 JAMB: A633/09 SILL: A633/01 TYP WND EXISTING BUILDING WALL REVEAL DETAIL, REFER TO A-621/05 WINDOW BOX HEAD: A627/03 JAMB: A632/02 SILL:A632/05 SOUTH CANOPY, REFER TO A-627 SOUTH CURTAIN WALL ENTRY VESTIBULE JAMB DETAIL, REFER TO A-633/12 LINE OF GRADE, VIF TYP WINDOW HEAD: A633/05 JAMB: A633/09 SILL: A633/01 STONE BASE DETAIL, REFER TO A-621/01 WND BOX HEAD: A632/07 JAMB: A632/02 SILL: A632/05 EXISTING BUILDING ROOF REVEAL DETAIL, REFER TO A621/08 WINDOW BOX HEAD: A632/06 JAMB: A632/02 SILL: A632/05 PARAPET DETAIL, REFER TO A621/06 WND BOX HEAD: A632/06 JAMB: A632/02 SILL: A632/05 WND BOX HEAD: A632/06 JAMB: A632/02 SILL: A632/05 PARAPET DETAIL, REFER TO A-621/06 WND BOX HEAD: A632/06 JAMB: A632/02 SILL: A632/05 EAST CURTAIN WALL ENTRY JAMB DETAIL, REFER TO A-631/12 LINE OF GRADE, VIF STONE BASE DETAIL, REFER TO A-621/01
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3"
Mock Up (right page)
Window box detail development
1 Mock up
2 Construction documents
3 Construction Adminstration
1 2 3 4 12
4 “As built”
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ALIGN
2 MIN
PTD STEEL POST,REFER TO STRUCTURAL DWGS.
SELF ADHERED COMPRESSIBLE FILLER, COLOR TO MATCH STEEL AND GLAZING SYSTEM
STAINLESS STEEL CAP
GLAZING SYSTEM, REFER TO WINDOW SCHEDULE AND SPEC, PROVIDE REINFORCING AS REQ'D
LINE OF FOUNDATION WALL BELOW
COLUMN RECESSED BASEPLATE BEYOND
1/4" REVEAL
STAINLESS STEEL CAP
GLAZING SYSTEM, REFER TO WINDOW SCHEDULE AND SPEC, PROVIDE REINFORCING AS REQ'D
SEALANT WITH BACKER ROD
1 / 2
PTD STEEL POST,REFER TO STRUCTURAL DWGS. SELF ADHERED COMPRESSIBLE FILLER, COLOR TO MATCH STEEL AND GLAZING SYSTEM LINE OF WINDOW BOX OVERHANG ABOVE
METAL ANCHOR FOR WINDOW FRAME
STEEL COLUMN ABOVE, REFER TO STRUCTURAL DWGS
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Global Policy Lab
At the heart of the lower level is the Global Policy Lab, a multi-use collaborative space envisioned as a place where academics, leaders, and activists can come together to address policy issues. Large windows open the space to 38th Street, creating a close connection between the building and its context. Interior windows between the lower level and the main level create cohesive, interconnected spaces.
The bridge is a hung structure by 2x2 steel columns situation behind mullions of curtain wall system. The columns below the bridge on the other hand, are gravity loaded columns that carry weight into concrete foundation.
UPPER LEVEL F.F. EL. +13' - 6" 38TH ST ENTRANCE FF EL. -8' - 1 1/2" UPPER GLOBE BALCONY FF EL. +1' - 3" A-632 06 A-632 04 A-632 03 A-633 02 A-632 01 FREE-DRAINING GRANULAR GRAVEL W/ GEOTEXTILE FABRIC PERFORATED DRAIN PIPE W/ FILTER FABRIC STEEL POST, REFER TO STRUCTURAL DWGS GLASS GUARD RAIL GLAZING SYSTEM, REFER TO WINDOW SCHEDULE AND SPEC STEEL HANGER, REFER TO STRUCTURAL DWGS SLAB ON GRADE ON INSULATION AND COMPACTED GRAVEL, REFER TO STRUCTURAL DWGS CONTINUOUS WATER STOP CONCRETE FND WALL, REFER TO STRUCTURAL DWGS. WATERPROOFING MEMBRANE PROTECTION BOARD DRAINAGE MAT RIGID INSULATION EXTENDS HORIZONTALLY 2’-0” FROM PERIMETER OF SLAB ON GRADE AND VERTICALLY 2’-0” BELOW LOWER LEVEL SLAB ON GRADE 1'-0" CANTILEVER BEAM, REFER TO STRUCTURAL DWGS STAINLESS STEEL WINDOW BOX SURROUND GLAZING SYSTEM, REFER TO WINDOW SCHEDULE AND SPEC STAINLESS STEEL SPANDREL CLOSED JOINT STONE CLADDING ON METAL SUPPORT AND ANCHOR, TYP. WATERPROOFING MEMBRANE WITH 1/2" THK PROTECTION BOARD STEEL FRAME WITH CONCRETE/ MASONRY INFILL, TYP. REFER TO STRUCTURAL DWGS CANTILEVER BEAM, REFER TO STRUCTURAL DWGS STAINLESS STEEL WINDOW BOX SURROUND GLAZING SYSTEM, REFER TO WINDOW SCHEDULE AND SPEC A-621 10 Wall Section 03 03 0" F E D SECTION A TO BM. TO COL. 3'-71/2 3'-71/2 8 (TYP.) 5 (TYP.) B.O. BASE PL. EL.= -7'-21/2 B.O. BASE PL. EL.= -6'-55/16 C2003 PL2"X2 8 B.O. BASE PL. EL.= -5'-81/8 T.O. WALL EL. -4'-5 B.O. BASE PL. EL.= -7'-1111/16 (TYP.) DET.1 C2009 PL2"X2 C2007 PL2"X2 C2006 PL2"X2 3'-71/2 3'-712 HSS4X4X1/4 (TYP.) 5 3'-83/8 9'-8 B.O. BASE PL. EL.= -8'-612 B.O. BASE PL. EL.= -8'-512 T.O. WALL EL. -8'-21/2 1'-31/2 B.O. BASE PL. EL.= -8'-51/2 C2016 PL2"X2 C2025 PL2"X2 C2014 PL2"X2 T.O. WALL EL. -8'-11/2 3'-71/2 3'-71/2 8'-81/2 B.O. BASE PL. EL.= -8'-61/2 B.O. BASE PL. EL.= -8'-61/2 B.O. BASE PL. EL.= -8'-612 C2028 HSS4X4X 1/4 C2015 PL2"X2 C2023 PL2"X2 3'-11 1'-63/4 PL2"X2 PLEASE VERIFY FB34"X8 BASEPLATE
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Spatial Interconnectivity
The design creates visibility between spaces, which raises awareness of the building’s various programs and encourages engagement, advancing Perry World House’s mission of fostering cross-disciplinary collaboration.
Global Policy Lab (left page) World Forum (right page)
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Cape Cod Residence
Private Client 1100 Architect
Project duration: January 2015-May 2017
Project size: 4,000 SF
Role: Project Captain Responsibilities:
Involved in all stages of project including:
• Bidding, Budget and Schedule
• Design & Coordination
• Construction Administration
This vacation home for private client includes three guest bedrooms on the ground floor, living and dining on second floor and master suite on top floor. Affording the amazing views of Atlantic Ocean, the residence is a tranquil place to retreat all seasons.
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Living Room, Second Level
B 5 INT EXT 1 1/2" REVEAL 1/4" 8 3/16" 5 1/4" 5 1/4" 4" 4" 2 CSK-001 2 1/2" OUTLINE OF 1/2" STEEL PLATE ABOVE HSS 4X4X1/4 B 3/8" 1/2" THK STEEL PLATE, SITE WELDED HSS 4X4X1/4" OUTLINE OF W12X96 BEYOND CONTINUOUS W12X96 WINDOW HEAD WINDOW JAMB WOOD TRIM (PROVIDED BY GC) 3/4" THK EXTERIOR WOOD CEILING SCALE: 3" = 1'-0" PLAN DETAIL - LEVEL 02 SE CORNER 1
Hidden 2x2 column behind wood panels and in between sliding doors, swing doors and fixed glazing.
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House in Boston
Private Client
1100 Architect
Project duration: April 2014-June 2016
Project size: 15,000 SF
Role: Senior Designer (Exterior Envelope Only)
• Bidding, Budget and Schedule
• Design & Coordination
• Construction Administration
• Mock Up
The proposed 13,503 SF five level home contains three levels above grade and two below grade. There are five bedrooms, five bathrooms with four living spaces, open plan kitchen, spa and sauna room, indoor squash court and green roof outdoor living spaces.
The home is framed in steel and concrete; the exterior envelope is comprised of wood cladding on metal framing. Flush windows are incorporated throughout the facade in fixed, parallel opening and outward swing operability.
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W10X39 W10X22 CL CL CL CL CL CL CL CL C L @ 12" O.C. LVL 16" O.C. LSL @ 24" O.C. LSL @ 21" O.C. @ 12" O.C. (-0'-4") CL CL CL 6" 0" 5/8" 5/8" CEILING DIFFUSER CEILING DIFFUSER LVL @ 16" O.C. LVL @ 16" O.C. A B D C.1 LVL @ 12" O.C.24"-(2) 3/4"BETWEEN TJIS, TYP.--(DIMS. TO EDGE OF FRAMING)
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Structural Steel (top) Wood framing plan (bottom)
Window and Facade Mock Up
IN EX 20 mm [13/16"] R.O. REQUIRED NET FRAME. 50 mm [1 15/16"] 63 mm [2 1/2"] ALUMINUM F-CLEAT 85 mm [3 3/8"] #7 X 7/8" @ 16" O.C. 13 mm [1/2"] BREAK METAL BY TRU #12 X 1" @ 16" O.C. D.C. 795 SILICONE STRUCTURAL TAPE 3M VHB TAPE
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EXTERIOR SHEATHING BEYOND
METAL ANGLE
MITERED METAL ANGLE JOINT GROUND SMO
IMPERMEABLE "GRACE PERM-A-BARRIER LIQUID" AT CORNERS AND AS NEEDED
4" MIN OVERLAP OF SHEET AND LIQUID MEMBRANE
IMPERMEABLE SHEET "PERM-ABARRIER MEMBRANE", TYP
WOOD BLOCKING
METAL ANGLE WITH DRIP EDGE, SHOP FABRICATED AND ADHERED BY TRU
WATERPROOFING AT SILL SET BACK TO ALLOW WINDOW WEEPING, REFER TO SILL SECTION
4" MIN OVERLAP OF SHEET AND LIQUID MEMBRANE
Mock up testing and waterproofing details (left page) Sliding doors detail and render (right page)
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ALIGN ALIGN ALIGN 1/4" THK WHITE METAL PLATE, EXT METAL #2 EL 261' 6" EL 261' - 0 1/8" 3/16" Z-CLIP, REFER TO SPECS OPEN JOINT STONE ROOF EXT PAVER #1, REFER TO FINISH SCHEDULE TREATED WOOD SIDING, REFER TO SPECS ROOF MEMBRANE, REFER TO SPECS EXTERIOR SHEATHING, REFER TO SPECS WHITE WELDED METAL ANGLE WITH DRIP EDGE WOOD CEILING WITH 1/4" REVEAL, EXT WOOD #1 4 1/16"3/16"4 1/16"3/16" EXTERIOR BARRIER, REFER TO SPECS LED LIGHT, REFER TO RCP AND SPECS STEEL, REFER TO STRUCTURAL DWGS CLOSED CELL SPRAY FOAM INSULATION, REFER TO SPECS 4 1/16"3/16" EL 260' - 7 1/2" SLIP CONNECTION AS REQUIRED INTEGRATED DRAIN, REFER TO MEP DWGS FULLY ADHERED FLASHING AND DETAIL MEMBRANE INSECT SCREEN EL 246' - 0 1/2" LIGHT COVE, REFER TO RCP INTEGRATED SHADE EL 246' - 9" EL 259' - 11 5/16" EL 246' 0 1/2" WELDED PLATE EXTERIOR BARRIER 1 1/16" SCALE: 3" = 1'-0" SECTION DETAIL - STAIR A ENCLOSURE (W214A, B &C) 4 3 3 3 ALIGN ALIGN STAIR A ROOF DRAIN LEADER 5/8" 1 11/16" 3/16" VERTICAL BATTEN/AIR CAVITY INTERIOR FINISH, REFER TO FINISH SCHEDULE RIGID INSULATION EXTERIOR BARRIER 20 GA SHEET METAL TO AVOID OIL CANNING, PTD WHITE. DO NOT PENETRATE WINDOW SYSTEM FOR ATTACHMENT STEEL, REFER TO STRUCTURAL DWGS SEALANT WITH BACKER ROD 1/8" THK METAL ANGLE PAINTED WHITE EXT WOOD #1, REFER TO EXTERIOR ELEVATION 3/8" 5/8" 1 11/16" 3/16" WHITE FRIT AT CORNERS, TYP FIXED GLAZING, REFER TO WINDOW SCHEDULE TE2 ENGINEERING LLC DOYLE ENGINEERING REED HILDERBRAND LLC SILMAN GALE ASSOCIATES INC SANBORN HEAD & ASSOCIATES INC 3 3 38
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St Aldate Mixed Use Development
Retail ground floor and residential above
Involved project duration: Design Development
Role: Assistant Architect
Responsibilities: Design and Drafting
Located at the center of Oxford, from St Aldate’s Tavern Archway to Queen’s Street. The scheme aims to produce a framework of routes and corridors to connect this unattractive backwater in the prime city center. New retail units, City Council offices and student accommodation will be provided.
Roofscape and streetscape are elements that require high regard of respect in a well preserved historic city like Oxford, and have become a major drive in articulating the design.
The stepped streetscape leads to the notion of ‘stepped rotated cubes’ on the facade facing St Aldate’s, and the response to Oxford Datum contributes to the irregular heights of each roof.
Above the retail and office units are student ‘clusters’ that eventually lends itself to an interesting amalgamation of small punctuated roofscape, which is going to add to the visual interest of Oxford roofscape. Part of the roofscape is allocated to the roof garden which forms the center of student community space.
tow 40
the corner
Line Parapet ards
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NORTH BROADWAY STRAWBERRYLANE FROM BROADWAY 300’ FROM BROADWAY 2 STORIES 3 STORIES NO BUILDING ZONE RANGE SINK 24" SINK 1/64" = 1'-0" 1 FAR CALCULATION -LEVEL 1 1/64" = 1'-0" 2 FAR CALCULATION -LEVEL 2 1/64" = 1'-0" 3 FAR CALCULATION -LEVEL 3 1/64" = 1'-0" 4 FAR CALCULATION -LEVEL 4 1/64" = 1'-0" 5 FAR CALCULATION -LEVEL 5 1/64" = 1'-0" C FAR CALCULATION -CELLAR NORTH BROADWAY STRAWBERRYLANE 250’ FROM BROADWAY 300’ FROM BROADWAY
Affordable Housing in NY
Private Developer, State Funded
Project duration: November 2021-June 2022
Project size: 65 units
Role: Project Manager
• Feasibility, SD and DD
• Design & Coordination
• Code reading
• Planning board & State Funding submission
The proposed 65 unit affordable housing project situated in the village of Irvington, NY. Due to the natural slope occur on site, the 3-story high complex has to be stepped multiple times to create accessible acesss to all parts of the block. The design concept is to utilize the subdivision of these steps to break down the long building mass into a scale that is more imtimate and provide a sense community. Different materials and roofing geometries also are used to create the preception of row houses and reinforce the concept.
N&S LEVEL 1 221' - 0" N&S LEVEL 2 230 - 6" N&S LEVEL 3 2 0 - 0" N&S LEVEL 4 2 9 - 6" CELLAR 209 - 6" N&S LEVEL 5 259 - 0" N&S ROOF (RAFTER TIE) 268 - 6" W. ROOF EXISTING STOREY BRICK MANS ON 9 6" 6" 11' 6" 9 0" 0" SOUTH WING N NORTH COURTYARD FACADE MAX ROOF HT EL 56 MAX ROOF HT EL 241.80 MAX ROOF HT EL 265 5 E.L. 21 80 LOWEST POINT O GRADE AROUND WEST BUILDING INT 56 E.L. 241.80 E.L. SOUTH WINGLOWEST PT. OF GRADE 230 5 SOUTH WING-1 LOWEST PT. OF GRADE 221.0 LOWEST PT. OF GRADE EL 216 80 WEST WING HI G HE S O INT
23' 1/4" 27' 5/8" LIVING ROOM BEDROOM CLOSET CLOSET BATHROOM CL LINEN CL KITCHEN DINING 14' 6 1/4" 2' 0" 3' 8" 5' 11 3/8" 10' 1/8" 12' 1/4" 13' 0 7/8" 9' 7" 3/8" 2' 0" 4' 9 3/8" 1' 6" 3' 8" 5' 3/8" 0" LIVING ROOM BEDROOM CLOSET CLOSET BATHROOM CL LINEN CL KITCHEN DINING 24' 5/8" 2' 6" 25' 3/8" 12' 3/8" 9' 8" 14' 2" 8' 3" 9' 5/8" 2' 0" 6' 1/2" 3' 8" 2' 0" 12' 3 1/2" 7' 5/8" 2' 0" 5' 1/2" 1' 6" 3' 8" 12' 0" 32' 1/8" LIVING ROOM BEDROOM CLOSET BATHROOM LINEN CL KITCHEN DINING BEDROOM BULK STORAGE CLOSET 24' 5/8" 2' 6" 26' 7 5/8" 9' 3/8" 10' 1" 13' 9" 9' 3/4" 2' 0" 5' 1/8" 9' 4 3/4" 6' 1/2" 2' 0" 13' 9 1/4" 10' 0" 12' 0" 5' 1/2" 1' 6" 3' 8" 7' 1/4" LIVING ROOM BEDROOM CLOSET BATHROOM LINEN CL KITCHEN DINING BEDROOM BULK STORAGE CLOSET 32' 7 1/4" 24' 1 5/8" 2' 6" 26' 7 5/8" 9' 1/2" 9' 9 7/8" 10' 1" 13' 9" 12' 0" 10' 0" 13' 9 1/4" 2' 0" 6' 9 1/2" 9' 3/4" 5' 1/8" 0" 5' 6" 4' 5/8" 2' 0" 7' 5 1/4" 5' 7 1/2" 1' 6" 4' 7/8" LIVING ROOM BEDROOM CLOSET BATHROOM LINEN CL KITCHEN DINING BEDROOM BULK STORAGE CLOSET CLOSET 32' 1/8" 2' 6" 24' 1 5/8" 26' 5/8" 1/2" 10' 0" 11' 11 7/8" 13' 9" 10' 1" 9' 3/4" 2' 0" 1/8" 9' 3/4" 13' 1/4" 2' 0" 6' 9 1/2" 1/4" = 1'-0" 1 UNIT PLAN W1-1 1/4" = 1'-0" 2 UNIT PLAN W1-2 1/4" = 1'-0" 3 UNIT PLAN W2-1a and W2-1am 1/4" = 1'-0" 5 UNIT PLAN W2-1b and W2-1bm 1/4" = 1'-0" 6 UNIT PLAN W2-1c Unit plan work in progress Make it 10' Make all bedroom dimension 10' they want. LIVING ROOMBEDROOM CLOSET CLOSET BATHROOM CL LINEN CL KITCHEN DINING 8' 3" 10' 3" 25' 5/8" 25' 7/8" 2' 0" 9' 4 1/2" 6' 1/2" 3' 8" 2' 0" 0" 12' 1/2" 11' 8 1/4" 13' 0" 3' 8" 6" 5' 1/4" 2' 0" 6' 5" 14' 8" LIVING ROOM BEDROOM CLOSET LINEN CLOSET BATHROOM KITCHEN DINING 25' 5 1/8" 26' 10 7/8" 12' 3/4" 2' 0" 7' 8 3/8" 3' 8" 9 1/2" 8' 10 3/8" 8' 9 1/2" 2' 0" 3' 8" 7' 1/4" 12' 8 1/8" 12' 0 1/2" 21' 9" 4' 6 1/2" 2' 6" 24' 5/8" 26' 5/8" 25' 6" 12' 8 1/8" LIVING ROOM KITCHEN DINING BEDROOM CLOSET BATHROOM CL LINEN CL CL 14' 4" 9' 8" 8' 3" 2' 0" 9' 4 1/2" 6' 9 1/2" 3' 8" 2' 0" 12' 1/2" 12' 0" 5' 1/2" 1' 6" 3' 8" 7' - 8 1/2" 2' 0" LIVING ROOM BEDROOM CLOSET BATHROOM KITCHEN DINING LINEN CL CLOSET CLOSET 25' 1/2" 25' 5 1/2" 10' 0" 15' 2" 13' 7 1/2" 11' 1/2" 6' - 9 1/2" 3' 8" 2' 0" 11' 1 1/2" 9' 1/2" 2' 0" 5' 7 1/2" 1' 6" 3' 8" 2' 0" 6' 1/2" 8' 9" LIVING ROOM BEDROOM CLOSET BATHROOM KITCHEN DINING LINEN CL CLOSET BULK STORAGE CLOSET BEDROOM 32' 7 3/8" 24' 5/8" 2' 6" 9' 3/4" 10' 1" 13' 11" 12' 0" 9' 4 1/2" 10' 1/8" 2' 0" 5' 1 1/8" 9' 4 3/4" 6' 1/2" 2' 0" 13' 11 1/4" 7 1/2" 6" 3' 8" 7' 1/4" 4' 5/8" 2' 0" 5' 6" 2' 0" LIVING ROOM BEDROOM CLOSET BATHROOM KITCHEN DINING LINEN CL CLOSET BULK STORAGE CLOSET BEDROOM 32' 3 3/4" 9' 3/4" 101 1311 12' 0" 9' 1/2" 10' 1/8" 2' 0" 5' 1 1/8" 9' 3/4" 6' 1/2" 2' 0" 13' 11 1/4" 7 1/2" 6" 3' 8" 7' 1/4" 4' 5/8" 2' 0" 5' 6" 2' 0" 1/4" = 1'-0" 1 UNIT PLAN N1-1 1/4" = 1'-0" 2 UNIT PLAN N1-2 1/4" = 1'-0" 3 UNIT PLAN N1-3 1/4" = 1'-0" 4 UNIT PLAN N1-4 1/4" = 1'-0" 5 UNIT PLAN N2-1a 1/4" = 1'-0" 6 UNIT PLAN N2-1b
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